35 / 2017-01-20 21:31:59
Study on embankment stability of rising water level of a reservoir in Linyi city
12583,12585,3804,985
终稿
苏晓成 苏 / 济南大学
The reservoir water level rise and fall caused the damage of reservoir shore.The main deformation and failure mode is manifested in two aspects,one is induced by a large number of collapses and landslides,the other is caused by bank collapse. The seepage field distribution law of slope in Linyi reservoir is studied in this paper. Three kinds of limit equilibrium method are used to calculate the safety factor of slope.The influence of the rising of water level on the slope stability is analyzed in this way. This paper solved the problem of the safety performance of the slope using the specific numbers of feedback.
重要日期
  • 会议日期

    02月16日

    2017

    02月18日

    2017

  • 01月20日 2017

    初稿截稿日期

  • 01月30日 2017

    初稿录用通知日期

  • 02月10日 2017

    终稿截稿日期

  • 02月18日 2017

    注册截止日期

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